Evaluation of hot mix asphalt with incorporation of recycled concrete aggregates
Published 2021-01-02
Keywords
- recycled concrete aggregates,
- asphalt concrete,
- Marshall test,
- indirect tensile strength,
- Cántabro test
How to Cite
Abstract
The generation and management of industrial solid waste is considered an environmental problem worldwide. Reason why, several studies have focused on the implementation of Construction and Demolition Waste (RCD) for pavement layers, focusing mainly on the use of Concrete Recycled Aggregates (RCA). The objective of this study was to determine the impact of the implementation of the RCA in hot asphalt mixture on its physical-mechanical properties, under three scenarios: i) replacement of the coarse fraction, ii) fine and iii) 100% of the aggregate granulometry conventional (AC). The monotonic load resistance of the mixtures (Marshall and Indirect Traction - IT tests) and the wear resistance Cántabro were evaluated. The substitution of the fine fraction of AC by RCA significantly reduces the resistance under monotonic load of the control mixture. When replacing the coarse fraction, the design criteria of the control asphalt mixture are met and the IT is increased, but it is necessary to slightly increase the asphalt content. By replacing all the aggregates with RCA, a satisfactory behavior was obtained in the face of the action of monotonic charges, but it is also necessary to significantly increase the asphalt content. An increase in RCA in the mixture increases the loss from Cántabro wear.
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References
[2] J. P. Ríos-Ocampo, Y. Olaya-Morales, G. J. Rivera-León, “Proyección de la demanda de materiales de construcción en Colombia por medio de análisis de flujos de materiales y dinámica de sistemas”, Revista Ingenierías Universidad de Medellín, vol. 16, no 31, pp. 75-95, 2017, doi: 10.22395/rium.v16n31a4
[3] Unión Europea EU, “Datos estadísticos de la producción de residuos de construcción y demolición 2016-2018”, 2019 [En línea] Disponible en: https://ec.europa.eu/eurostat/data/database
[4] L. Zheng, H. Wu, H. Zhang, H. Duan, J. Wang, W. Jiang, B. Dong, G. Liu, J. Zuo, Q. Song, “Characterizing the generation and flows of construction and demolition waste in china”, Journal Construction and Building Materials, vol. 136, pp. 405-413, 2017, doi: 10.1016/j.conbuildmat.2017.01.055
[5] Y. F. Silva, R. A. Robayo, P. E. Mattey, S. Delvasto, “Properties of self-compacting concrete on fresh and hardened with residue of masonry and recycled concrete”, Journal Construction and Building Materials, vol. 124, pp. 639-644, 2016, doi: 10.1016/j.conbuildmat.2016.07.057
[6] S. H. Ghaffar, M. Burman, N. Braimah, “Pathways to circular construction: An integrated management of construction and demolition waste for resource recovery”, Journal of Cleaner Production, vol. 244, pp. 118710, 2020, doi: 10.1016/j.jclepro.2019.118710
[7] S. Ismail, M. Ramli, “Engineering properties of treated recycled concrete aggregate (RCA) for structural applications”, Journal Construction and Building Materials, vol. 44, pp. 464-476, 2013, doi: 10.1016/j.conbuildmat.2013.03.014
[8] R. Jin, Q. Chen, “Investigation of concrete recycling in the U.S. Construction Industry”, Journal Procedia Engineering, vol. 118, pp. 894-901, 2015, doi: 10.1016/j.proeng.2015.08.528
[9] S. Paranavithana, A. Mohajerani, “Effects of recycled concrete aggregates on properties of asphalt concrete”, Journal Resources, Conservation and Recycling, vol. 48, no. 1, pp. 1-12, 2006, doi: 10.1016/j.resconrec.2005.12.009
[10] J. Mills-Beale, Z. You, “The mechanical properties of asphalt mixtures with Recycled Concrete Aggregates”, Journal Construction and Building Materials, vol. 24, no. 3, pp. 230-235, 2010, doi: 10.1016/j.conbuildmat.2009.08.046
[11] S. Bhusal, X. Li, H. Wen, “Evaluation of effects of recycled concrete aggregate on volumetrics of hot-mix asphalt”, Journal Transportation Research Record: Journal of the Transportation Research Board, vol. 2205, no. 1, pp. 36-39, 2011, doi: 10.3141/2205-05
[12] M. M. Rafi, A. Qadir, S. H. Siddiqui, “Experimental testing of hot mix asphalt mixture made of recycled aggregates”, Journal Waste Managament & Research, vol. 29, no. 12, pp. 1316-1326, 2011, doi: 10.1177/0734242X10370379
[13] A. R. Pasandín, I. Pérez, “Laboratory evaluation of hot-mix asphalt containing construction and demolition waste”, Journal Construction and Building Materials, vol. 43, pp. 497-505, 2013, doi: 10.1016/j.conbuildmat.2013.02.052
[14] I. Pérez, A. R. Pasandín, “Moisture damage resistance of hot-mix asphalt made with recycled concrete aggregates and crumb rubber”, Journal of Clean Production, vol. 165, pp. 405-414, 2017, doi: 10.1016/j.jclepro.2017.07.140
[15] A. R. Pasandín, I. Pérez, “Performance of hot-mix asphalt involving recycled concrete aggregates”, International Journal of Pavement Engineering, vol. 21, no. 9, pp. 1044-1056, 2018, doi: 10.1080/10298436.2018.1518525
[16] M. Arabani, A. R. Azarhoosh, “The effect of recycled concrete aggregate and steel slag on the dynamic properties of asphalt mixtures”, Journal Construction and Building Materials, vol. 35, pp. 1-7, 2012, doi: 10.1016/j.conbuildmat.2012.02.036
[17] J. G. Bastidas-Martínez, H. A. Rondón-Quintana, C. A. Zafra-Mejía, “Study of hot mix asphalt containing recycled concrete aggregates that were mechanically treated with a los Angeles machine”, International Journal of Civil Engineering and Technology (IJCIET), vol. 10, no. 10, pp. 226-243, 2019.
[18] A. Radević, A. Đureković, D. Zakić, G. Mladenović, “Effects of recycled concrete aggregate on stiffness and rutting resistance of asphalt concrete”, Journal of Materials in Civil Engineering, vol. 136, pp. 386-396, 2017, doi: 10.1016/j.conbuildmat.2017.01.043
[19] INVIAS – Instituto Nacional de Vías, Especificaciones Generales de Construcción de Carreteras de Colombia. Colombia, 2013.
[20] H. A. Rondón-Quintana, J. C. Ruge-Cardenas, J. G. Bastidas-Martínez, M. Y. Velandia-Casteblanco, M. Farias, “Use of thermally treated bentonite as filler in hot mix asphalt”, Journal of materials in civil engineering, vol. 32, no. 5, pp. 77–88, 2020, doi: 10.1061/(ASCE)MT.1943-5533.0003127
[21] J. D. Doyle, I. L. Howard, “Characterization of dense-graded asphalt with the Cantabro test”, Journal of Testing and Evaluation, vol. 44, no. 1, pp. 77-88, 2016, doi: 10.1520/JTE20140212
[22] B. C. Cox, B. T. Smith, I. L. Howard, R. S. James, “State of Knowledge for Cantabro Testing of Dense Graded Asphalt”, Journal of Materials in Civil Engineering, vol. 29, no. 10, 2017, doi: 10.1061/(ASCE)MT.1943-5533.0002020
[23] J. Gopalam, J. Prakash Giri, M. Panda, “Effect of filler on bituminous base layer containing recycled concrete aggregates”, International Journal of Transportation Science and Technology, vol. 9, no. 3, 2020, doi: 10.1016/j.ijtst.2020.04.002
[24] P. Mikhailenko, M. Rafiq Kakar, Z. Piao, M. Bueno, L. Poulikakos, “Incorporation of recycled concrete aggregate (RCA) fractions in semi-dense asphalt (SDA) pavements: Volumetrics, durability and mechanical properties”, Journal Construction and Building Materials, vol. 264, pp. 120-166, 2020, doi: 10.1016/j.conbuildmat.2020.120166
[25] E. Sanchez, L. Fuentes, G. Martinez, H. A. Rondón, L. F. Walubita, J. M. Cantero, “Influence of recycled concrete aggregates from different sources in hot mix asphalt design“, Journal Construction and Building Materials, vol. 259, pp. 120427, 2020, doi: 10.1016/j.conbuildmat.2020.120427
[26] M. C. Limbachiya, E. Marrocchino, A. Koulouris, “Chemical–mineralogical characterization of coarse recycled concrete aggregate”, Journal Waste Management, vol. 27, no. 2, pp. 201-208, 2007, doi: 10.1016/j.wasman.2006.01.005
[27] A. Zulkati, Y. D. Wong, D. D. Sun, “Mechanistic performance of asphalt concrete mixture incorporating coarse recycled concrete aggregate (RCA)”, Journal of Materials in Civil Engineering, vol. 25, no. 29, pp. 1299-1305, 2013, doi: 10.1061/(ASCE)MT.1943-5533.0000668